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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: DWELLING PERMIT 08/10/98 09:48 PERMIT NO New Single Family Dwelling STATUS R-2 ISSUED V-N TO EXPIRE PAGE 98-05277 ISSUED 08/10/1998 02/06/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: 20 Left: 10 Right: 10 Rear: 30 Special: 1. THIS PLAN REVIEW was completed by M, JONES on 07/10/98, This plan was reviewed under the 1996 Edition of the State of Oregon One and Two Family Dwelling Specialty Code. 2. CALL BEFORE YOU DIG .... IT'S THE LAW. AI-FENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center, Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center, (Note: The telephone number for the Oregon Utility Notifica- tion Center is (503) 282-1987). 2. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government, 4. GROUNDING ELECTRODES, When concrete reinforcing bars are installed in concrete footings, the following requirements shall be met to provide for a grounding electrode system: 1. Uncoated No. 4 reinforcing bar installed not less 20 feet in length encased with a minimum of 2 inches of concrete. 2. An uncoated No. 4 reinforcing bar stubbed up at least 12 inches above the floor plate line and tightly attached to the reinforcing bar located in the footing. The spliced lap of the staubbed up bar to the footing shall be a minimum of 12 inches. (See Section 4108,1.2) [Sec. 402.4] 5, MASONRY over openings shall be supported by steel lintels, reinforced concrete or masonry lintels, or masonry arches. deisgned to support the load imposed. [Sec, 604.9] 6, MASONRY VENEER above openings shall be supported on lintels of non combustible materials and the allowable spans shall not exceed the values set forth in Table 703.7.1. The lintels shall have a length of bearing or not less than 4 inches. [Sec. 702.7,1] 7. MASONRY TIES. Masonry veneer shall be attached to the supporting wall with corrosion-resistant metal ties, Veneer ties, if strand wire, shall not be less in thickness than No, 9 U.S. guage wire and shall have a hook embedded in the mortar joint, or if sheet metal, not less than No. 22 U,S. guage by 7/8 inch corrugated, Each tie shall be spaced not more than 24 inches on center horizontally and shall support not more than 2 square feet of wall area. [Sec. 703,7.2. 702.7,2.1] 8, BP. ABP. ENG, This structure uses a combination of Brace Wall Panels (BP). Alternate Braced Wall Panels (ABP), and an Engineered design to meet the code requirements for lateral wall bracing, Insure that all BP's and ABP's and Engineered Design requirements are located as indicated on the plans and constructed as shown. 9, TRUSS DESIGN. Roof trusses are required to be be designed by an Oregon registered Engineer or Architect, For trusses manufactured by an approved fabrication plant, have the design and layout drawings available at the construction site for the framing inspection. All jobsite cutting or modifications of the roof trusses shall be clearly shown in the engineer's design calculations and drawings. 10. SAFETY GLAZING / AT DOOR, The following shall be considered specific hazardous locations for the purposes of glazing: Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface, Exception: Safety glazing is not required when there is an intervening wall or other permanent barrier between the door and